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• <br /> Start End Total Logged By YZ Driller Geologic Drill,Inc. DrillingHollow Stem Auger ` <br /> Drilled 10/19/2016 Depth(ft) 16.5 Checked By NLT Methog <br /> Surface Elevation(ft) 283 Hammer Rope&Cathead Drilling Deep Rock XL Trailer <br /> Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment <br /> Latitude 47.84971746 System Geographic Groundwater <br /> Longitude -122.2173195 Datum WGS84 Depth to <br /> Date Measured Water MI Elevation(ftl <br /> Notes: See Remarks <br /> I <br /> FIELD DATA v <br /> a u) <br /> I -- V _ 1 g s MATERIAL REMARKS <br /> w ° a Z m J w DESCRIPTION <br /> O N w d N U U <br /> L N 8 N V C L c,-6- <br /> > C C <br /> w• 0 S is m 0 rn1- 0 00 2O iLO <br /> 0 AC Approximately 8 inches of asphalt concrete <br /> pavement <br /> CR Approximately 5 inches of base course <br /> ° GP-GM Dark gray fine to coarse sandy gravel(dense, <br /> o moist)(fill?) <br /> - o - - <br /> 0 <br /> 1 <br /> ry�p 6 36 MC o - 4.2 <br /> 0 <br /> 0 <br /> 0 <br /> - o <br /> 0 <br /> _ 5 12 19 2 o GP-GM _ Gray fine to coarse sandy gravel(medium dense, _ Groundwater observed at approximately 5 <br /> 0 <br /> wet)(recessional outwash) feet below ground surface during drilling <br /> 0 <br /> 0 <br /> 0 <br /> - - 0 <br /> 3 _ _ <br /> ��h 12 27 i F SP-SM Gray fine to medium sand with silt(medium dense, 24 9.3 <br /> wet) <br /> a- - - <br /> 0 <br /> z <br /> 12 25 4 SM Brown silty fine sand(medium dense,wet) <br /> Eko <br /> z <br /> 2 <br /> W <br /> f <br /> 0I- <br /> Fto SM Brown silty fine to medium sand(dense,moist) <br /> 5=L - - - <br /> D <br /> 0 <br /> E <br /> i; <br /> L' -Ii <br /> 15 38 5 <br /> Z <br /> E <br /> '17' <br /> O <br /> as <br /> U <br /> z <br /> 0 <br /> Note:See Figure A-1 for explanation of symbols. <br /> a <br /> Log of Boring GEI-8 <br /> o /"` Project: Community Transit Swift II <br /> 1 G EO E N GI 1 N E E RS s Project Location: Snohomish County, Washington Figure A-7 <br /> E Project Number: 2095-032-00 Sheet et 1 of 1 <br />